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02/02/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : 2 VENDOR RANKING CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : S-33-6(1011) ON N-33, CRETE - DORCHESTER. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0574 THE NUMBER OF GROUP 9 CONTRACTS WHICH WILL 0574 BE ACCEPTED IN THIS LETTING IS LIMITED TO 2. 1661 THE TOTAL AMOUNT OF WORK WHICH WILL BE 1661 ACCEPTED IN THIS LETTING IS LIMITED TO $4,045,000.00. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0574 CONSTRUCTORS, INC. $ 3,724,708.35 100.0000% 2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 3,883,222.97 104.2558% 3 0083 WERNER CONSTRUCTION, INC. $ 3,942,521.33 105.8478% 4 1661 U.S. ASPHALT CO. $ 4,043,163.70 108.5498% 5 0086 HENNINGSEN CONST., INC. $ 4,114,078.64 110.4537% 6 0477 WESTERN ENGINEERING COMPANY, INC. $ 4,328,311.96 116.2054% NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -3 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 6200.00000 6200.00| 10000.00000 10000.00| 6000.00000 6000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 2100.00000 2100.00| 2040.00000 2040.00| 2000.00000 2000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 170.000 MGAL| 8.00000 1360.00| 8.00000 1360.00| 8.00000 1360.00 WATER | | | 0004 1021.10 140.000 EACH| 4.00000 560.00| 3.88000 543.20| 3.80000 532.00 REMOVE DELINEATOR UNITS | | | 0005 1030.00 11225.000 CY | 5.50000 61737.50| 5.52000 61962.00| 5.41000 60727.25 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 1338.000 SY | 3.00000 4014.00| 3.06000 4094.28| 3.00000 4014.00 REMOVE PAVEMENT | | | 0007 1101.25 380.000 LF | 2.50000 950.00| 2.50000 950.00| 2.50000 950.00 SAWING PAVEMENT | | | 0008 1102.00 9041.000 SY | 2.90000 26218.90| 2.55000 23054.55| 3.50000 31643.50 REMOVE ASPHALT SURFACE | | | 0009 1107.00 19.000 SY | 4.60000 87.40| 4.59000 87.21| 4.50000 85.50 REMOVE WALK | | | 0010 1109.00 3563.000 LF | 4.10000 14608.30| 4.08000 14537.04| 4.00000 14252.00 REMOVE CURB | | | 0011 1122.01 860.000 SY | 5.15000 4429.00| 5.10000 4386.00| 5.00000 4300.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0012 1123.00 789.000 SY | 7.20000 5680.80| 7.14000 5633.46| 7.00000 5523.00 REMOVE CONCRETE DITCH LINER | | | 0013 7017.50 1000.000 LF | 2.05000 2050.00| 2.04000 2040.00| 2.00000 2000.00 REMOVE & SALVAGE GUARDRAIL | | | 0014 L020.10 7446.000 SY | 1.90000 14147.40| 1.86000 13849.56| 1.82000 13551.72 EROSION CONTROL, TYPE HV | | | 0015 L021.06 40.000 BALE| 25.50000 1020.00| 25.50000 1020.00| 25.00000 1000.00 EROSION CHECKS, TYPE HV | | | SECTION TOTALS | $ 145,163.30| $ 145,557.30| $ 147,938.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0016 0030.40 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 2400.00000 2400.00 MOBILIZATION | | | 0017 1090.02 1.000 EACH| 275.00000 275.00| 275.40000 275.40| 270.00000 270.00 ABANDON INLET | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -4 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4004.60 925.000 LB | 1.20000 1110.00| 1.13000 1045.25| 1.11000 1026.75 CAST IRON COVER, GRATE, AND FRAME | | | 0019 4040.00 2.000 EACH| 185.00000 370.00| 183.60000 367.20| 180.00000 360.00 REMOVE HEADWALLS FROM CULVERTS | | | 0020 4044.00 1.000 EACH| 1500.00000 1500.00| 1504.50000 1504.50| 1475.00000 1475.00 PREPARATION OF STRUCTURE AT STA. 264+68 | | | 9 | | | 0021 4044.01 1.000 EACH| 2350.00000 2350.00| 2346.00000 2346.00| 2300.00000 2300.00 PREPARATION OF STRUCTURE AT STA. 410+13 | | | 5 | | | 0022 4044.04 1.000 EACH| 2950.00000 2950.00| 2958.00000 2958.00| 2900.00000 2900.00 PREPARATION OF STRUCTURE AT STA. | | | 1252+24.1 | | | 0023 4050.01 1.000 CY | 25.50000 25.50| 25.82000 25.82| 25.31000 25.31 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 103.000 CY | 16.50000 1699.50| 16.42000 1691.26| 16.10000 1658.30 EXCAVATION FOR BOX CULVERTS | | | 0025 4101.06 51.330 CY | 300.00000 15399.00| 295.80000 15183.41| 290.00000 14885.70 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0026 4105.59 2.300 CY | 525.00000 1207.50| 519.04000 1193.79| 508.86000 1170.38 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0027 4130.06 0.370 CY | 630.00000 233.10| 627.58000 232.20| 615.27000 227.65 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0028 4151.00 4417.000 LB | 0.75000 3312.75| 0.73000 3224.41| 0.72000 3180.24 REINFORCING STEEL FOR BOX CULVERT | | | 0029 4155.50 246.000 LB | 1.00000 246.00| 0.90000 221.40| 0.88000 216.48 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0030 4350.36 20.000 LF | 48.00000 960.00| 47.74000 954.80| 46.80000 936.00 36" CORRUGATED METAL PIPE | | | 0031 4360.36 1.000 EACH| 515.00000 515.00| 510.00000 510.00| 500.00000 500.00 36" METAL FLARED-END SECTION | | | SECTION TOTALS | $ 34,653.35| $ 34,733.44| $ 33,531.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 462+17.9 TWIN 12'X10' CONCRETE BOX CULVERT ON 45 DEGREE SKEW | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -5 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0030.40 LUMP| 1800.00000 1800.00| 3500.00000 3500.00| 1750.00000 1750.00 MOBILIZATION | | | 0033 1043.50 376.000 SY | 3.50000 1316.00| 3.47000 1304.72| 3.40000 1278.40 RIPRAP FILTER FABRIC | | | 0034 4044.02 1.000 EACH| 2450.00000 2450.00| 2448.00000 2448.00| 2400.00000 2400.00 PREPARATION OF STRUCTURE AT STA. 462+17 | | | 9 | | | 0035 4051.01 63.000 CY | 10.50000 661.50| 10.58000 666.54| 10.37000 653.31 EXCAVATION FOR BOX CULVERTS | | | 0036 4101.06 78.500 CY | 300.00000 23550.00| 294.78000 23140.23| 289.00000 22686.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0037 4151.00 6479.000 LB | 0.75000 4859.25| 0.73000 4729.67| 0.72000 4664.88 REINFORCING STEEL FOR BOX CULVERT | | | 0038 6104.00 30.000 TON | 31.00000 930.00| 30.97000 929.10| 30.36000 910.80 BROKEN CONCRETE RIPRAP | | | 0039 6310.00 585.000 SF | 21.50000 12577.50| 21.55000 12606.75| 21.13000 12361.05 STEEL SHEET PILING | | | SECTION TOTALS | $ 48,144.25| $ 49,325.01| $ 46,704.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CULVERT AT STA. 488+78.8 TRIPLE 10'X8' CONCRETE BOX CULVERT | | | 0040 0030.40 LUMP| 1250.00000 1250.00| 2500.00000 2500.00| 1200.00000 1200.00 MOBILIZATION | | | 0041 4044.03 1.000 EACH| 2900.00000 2900.00| 2856.00000 2856.00| 2800.00000 2800.00 PREPARATION OF STRUCTURE AT STA. 488+78 | | | 8 | | | 0042 4051.01 90.000 CY | 13.00000 1170.00| 12.90000 1161.00| 12.65000 1138.50 EXCAVATION FOR BOX CULVERTS | | | 0043 4101.06 89.020 CY | 314.00000 27952.28| 312.97000 27860.59| 306.83000 27314.01 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0044 4151.00 8532.000 LB | 0.75000 6399.00| 0.73000 6228.36| 0.72000 6143.04 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 39,671.28| $ 40,605.95| $ 38,595.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0045 0030.50 LUMP| 510.00000 510.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -6 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 L001.02 36.000 ACRE| 320.00000 11520.00| 320.28000 11530.08| 314.00000 11304.00 SEEDING, TYPE B | | | 0047 L032.75 81.000 TON | 61.50000 4981.50| 61.20000 4957.20| 60.00000 4860.00 MULCH | | | SECTION TOTALS | $ 17,011.50| $ 17,487.28| $ 17,164.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0048 0030.70 LUMP| 100.00000 100.00| 750.00000 750.00| 500.00000 500.00 MOBILIZATION | | | 0049 7011.20 237.500 LF | 12.80000 3040.00| 12.75000 3028.13| 12.50000 2968.75 W-BEAM GUARDRAIL | | | 0050 7024.27 4.000 EACH| 1430.00000 5720.00| 1428.00000 5712.00| 1400.00000 5600.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 8,860.00| $ 9,490.13| $ 9,068.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0051 0002.55 1368.000 STA | 7.15000 9781.20| 7.14000 9767.52| 7.00000 9576.00 OVERLAY BROKEN LINES | | | 0052 0002.60 2680.000 STA | 7.15000 19162.00| 7.14000 19135.20| 8.00000 21440.00 OVERLAY SOLID LINES | | | 0053 0030.90 LUMP| 80800.00000 80800.00| 235000.00000 235000.00| 129000.00000 129000.00 MOBILIZATION | | | 0054 1020.03 143.000 EACH| 20.50000 2931.50| 13.26000 1896.18| 20.00000 2860.00 DELINEATOR, TYPE III | | | 0055 1020.20 32.000 EACH| 20.50000 656.00| 18.36000 587.52| 20.00000 640.00 INSTALL CHEVRONS | | | 0056 1102.05 1144.000 SY | 5.00000 5720.00| 4.77000 5456.88| 5.95000 6806.80 REMOVE ASPHALT SURFACING FROM PAVEMENT | | | 0057 2010.03 515.000 TON | 20.00000 10300.00| 19.81000 10202.15| 16.50000 8497.50 CRUSHED ROCK SURFACE COURSE | | | 0058 2021.00 6.000 EACH| 41.00000 246.00| 51.00000 306.00| 50.00000 300.00 MAILBOX POST | | | 0059 3008.05 3465.000 EACH| 5.00000 17325.00| 5.02000 17394.30| 5.50000 19057.50 TIE BARS | | | 0060 3014.11 7.000 LF | 50.00000 350.00| 20.70000 144.90| 30.00000 210.00 COMBINATION CONCRETE CLASS 47B-3500 | | | CURB AND GUTTER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -7 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 3016.21 30.000 SY | 28.50000 855.00| 44.99000 1349.70| 35.00000 1050.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0062 3031.08 18470.000 SY | 21.00000 387870.00| 24.14000 445865.80| 23.40000 432198.00 8" CONCRETE BASE COURSE | | | 0063 3040.11 85.800 SY | 92.00000 7893.60| 91.80000 7876.44| 90.00000 7722.00 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0064 3040.12 901.600 SY | 81.00000 73029.60| 80.58000 72650.93| 79.00000 71226.40 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0065 3040.13 2466.600 SY | 66.50000 164028.90| 66.30000 163535.58| 65.00000 160329.00 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0066 3040.18 33.800 SY | 189.00000 6388.20| 188.70000 6378.06| 185.00000 6253.00 CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0067 3041.25 89.000 TON | 450.00000 40050.00| 535.50000 47659.50| 525.00000 46725.00 BITUMINOUS PATCHING | | | 0068 3075.32 219.000 SY | 28.50000 6241.50| 31.95000 6997.05| 28.00000 6132.00 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0069 3221.15 811.000 SY | 81.00000 65691.00| 80.58000 65350.38| 79.00000 64069.00 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0070 4015.00 5.000 EACH| 265.00000 1325.00| 391.74000 1958.70| 450.00000 2250.00 ADJUST MANHOLE TO GRADE | | | 0071 7502.04 550.000 LF | 1.95000 1072.50| 1.89000 1039.50| 2.00000 1100.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0072 7503.04 12150.000 LF | 1.95000 23692.50| 1.99000 24178.50| 2.00000 24300.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0073 7508.04 180.000 LF | 5.10000 918.00| 5.81000 1045.80| 8.00000 1440.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0074 7509.04 1750.000 LF | 5.25000 9187.50| 6.12000 10710.00| 5.50000 9625.00 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0075 7512.04 100.000 LF | 12.80000 1280.00| 12.24000 1224.00| 12.50000 1250.00 24" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -8 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 7530.48 5.000 EACH| 575.00000 2875.00| 612.00000 3060.00| 650.00000 3250.00 RAILROAD CROSSING SYMBOL PREFORMED | | | PAVEMENT MARKING, TYPE 4 | | | 0077 9000.75 500.000 TON | 15.50000 7750.00| 15.17000 7585.00| 15.68000 7840.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0078 9005.00 500.000 TON | 45.00000 22500.00| 34.54000 17270.00| 25.68000 12840.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SPS | | | 0079 9005.23 28790.000 TON | 15.75000 453442.50| 15.17000 436744.30| 15.68000 451427.20 ASPHALTIC CONCRETE, TYPE SPS | | | 0080 9005.45 44320.000 TON | 20.50000 908560.00| 19.95000 884184.00| 22.44000 994540.80 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0081 9009.00 13317.000 SY | 1.35000 17977.95| 2.56000 34091.52| 2.50000 33292.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0082 9020.92 27.000 TON | 177.00000 4779.00| 170.00000 4590.00| 177.00000 4779.00 PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0083 9021.03 1571.940 TON | 177.00000 278233.38| 170.00000 267229.80| 177.00000 278233.38 PERFORMANCE GRADED BINDER (58-28) | | | 0084 9021.08 2393.280 TON | 230.00000 550454.40| 215.00000 514555.20| 217.00000 519341.76 PERFORMANCE GRADED BINDER (64-28) | | | 0085 9053.00 65480.000 GAL | 0.65000 42562.00| 0.87000 56967.60| 1.00000 65480.00 TACK COAT | | | 0086 9110.01 60.000 HOUR| 54.75000 3285.00| 55.00000 3300.00| 65.00000 3900.00 RENTAL OF LOADER, FULLY OPERATED | | | 0087 9110.02 60.000 HOUR| 70.00000 4200.00| 55.00000 3300.00| 70.00000 4200.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0088 9110.03 60.000 HOUR| 46.50000 2790.00| 45.00000 2700.00| 50.00000 3000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0089 9110.07 60.000 HOUR| 35.75000 2145.00| 35.00000 2100.00| 45.00000 2700.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0090 9111.00 396.000 MGAL| 8.00000 3168.00| 7.14000 2827.44| 9.00000 3564.00 WATER | | | 0091 9170.00 1358.548 STA | 35.75000 48568.09| 27.86000 37849.15| 34.80000 47277.47 EARTH SHOULDER CONSTRUCTION | | | 0092 9173.20 18689.000 SY | 1.10000 20557.90| 2.17000 40555.13| 2.50000 46722.50 SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -9 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 0083 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 9179.80 26.000 EACH| 694.00000 18044.00| 689.52000 17927.52| 500.00000 13000.00 MILLING CONCRETE FOR INLAYS | | | 0094 9188.50 619.000 SY | 15.20000 9408.80| 13.80000 8542.20| 20.00000 12380.00 SURFACING UNDER GUARDRAIL | | | 0095 9300.52 12.610 LS | 9300.00000 9300.00| 1500.00000 1500.00| 6500.00000 6500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 3,347,396.02| $ 3,504,589.45| $ 3,548,325.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0096 0001.08 47360.000 BDAY| 0.50000 23680.00| 0.50000 23680.00| 0.50000 23680.00 BARRICADE, TYPE II | | | 0097 0001.10 1620.000 BDAY| 0.90000 1458.00| 0.77000 1247.40| 2.50000 4050.00 BARRICADE, TYPE III | | | 0098 0001.75 1824.000 EACH| 2.05000 3739.20| 1.28000 2334.72| 2.00000 3648.00 TEMPORARY SIGN DAY | | | 0099 0001.90 17987.000 EACH| 0.35000 6295.45| 0.31000 5575.97| 0.50000 8993.50 SIGN DAY | | | 0100 0003.10 144.000 DAY | 194.00000 27936.00| 181.73000 26169.12| 195.00000 28080.00 FLAGGING | | | 0101 0003.20 72.000 DAY | 250.00000 18000.00| 235.10000 16927.20| 295.00000 21240.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0102 0010.04 1.000 EACH| 1700.00000 1700.00| 500.00000 500.00| 1500.00000 1500.00 FIELD OFFICE | | | 0103 0030.10 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 10000.00000 10000.00 MOBILIZATION | | | SECTION TOTALS | $ 83,808.65| $ 81,434.41| $ 101,191.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,724,708.35| $ 3,883,222.97| $ 3,942,521.33 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -10 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0086 |( 6 ) 0477 |U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 6187.72000 6187.72| 6000.00000 6000.00| 6185.00000 6185.00 MOBILIZATION | | | 0002 1009.00 LUMP| 2062.57000 2062.57| 2000.00000 2000.00| 2100.00000 2100.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 170.000 MGAL| 8.00000 1360.00| 8.00000 1360.00| 8.00000 1360.00 WATER | | | 0004 1021.10 140.000 EACH| 3.92000 548.80| 3.80000 532.00| 4.00000 560.00 REMOVE DELINEATOR UNITS | | | 0005 1030.00 11225.000 CY | 5.58000 62635.50| 5.68000 63758.00| 5.50000 61737.50 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 1338.000 SY | 3.09000 4134.42| 3.00000 4014.00| 3.10000 4147.80 REMOVE PAVEMENT | | | 0007 1101.25 380.000 LF | 2.50000 950.00| 2.50000 950.00| 2.50000 950.00 SAWING PAVEMENT | | | 0008 1102.00 9041.000 SY | 2.77000 25043.57| 1.75000 15821.75| 2.25000 20342.25 REMOVE ASPHALT SURFACE | | | 0009 1107.00 19.000 SY | 4.64000 88.16| 4.50000 85.50| 4.60000 87.40 REMOVE WALK | | | 0010 1109.00 3563.000 LF | 4.13000 14715.19| 4.00000 14252.00| 4.10000 14608.30 REMOVE CURB | | | 0011 1122.01 860.000 SY | 5.16000 4437.60| 5.00000 4300.00| 5.15000 4429.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0012 1123.00 789.000 SY | 7.22000 5696.58| 7.00000 5523.00| 7.20000 5680.80 REMOVE CONCRETE DITCH LINER | | | 0013 7017.50 1000.000 LF | 2.06000 2060.00| 2.00000 2000.00| 2.05000 2050.00 REMOVE & SALVAGE GUARDRAIL | | | 0014 L020.10 7446.000 SY | 1.88000 13998.48| 1.82000 13551.72| 1.85000 13775.10 EROSION CONTROL, TYPE HV | | | 0015 L021.06 40.000 BALE| 25.78000 1031.20| 25.00000 1000.00| 26.00000 1040.00 EROSION CHECKS, TYPE HV | | | SECTION TOTALS | $ 144,949.79| $ 135,147.97| $ 139,053.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0016 0030.40 LUMP| 2475.09000 2475.09| 2400.00000 2400.00| 8500.00000 8500.00 MOBILIZATION | | | 0017 1090.02 1.000 EACH| 278.45000 278.45| 270.00000 270.00| 175.00000 175.00 ABANDON INLET | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -11 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0086 |( 6 ) 0477 |U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4004.60 925.000 LB | 1.14000 1054.50| 1.11000 1026.75| 2.50000 2312.50 CAST IRON COVER, GRATE, AND FRAME | | | 0019 4040.00 2.000 EACH| 185.63000 371.26| 180.00000 360.00| 128.00000 256.00 REMOVE HEADWALLS FROM CULVERTS | | | 0020 4044.00 1.000 EACH| 1521.15000 1521.15| 1475.00000 1475.00| 1750.00000 1750.00 PREPARATION OF STRUCTURE AT STA. 264+68 | | | 9 | | | 0021 4044.01 1.000 EACH| 2371.96000 2371.96| 2300.00000 2300.00| 1850.00000 1850.00 PREPARATION OF STRUCTURE AT STA. 410+13 | | | 5 | | | 0022 4044.04 1.000 EACH| 2990.73000 2990.73| 2900.00000 2900.00| 3300.00000 3300.00 PREPARATION OF STRUCTURE AT STA. | | | 1252+24.1 | | | 0023 4050.01 1.000 CY | 26.10000 26.10| 25.31000 25.31| 102.00000 102.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 103.000 CY | 16.60000 1709.80| 16.10000 1658.30| 11.25000 1158.75 EXCAVATION FOR BOX CULVERTS | | | 0025 4101.06 51.330 CY | 299.07000 15351.26| 290.00000 14885.70| 280.00000 14372.40 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0026 4105.59 2.300 CY | 524.78000 1206.99| 508.86000 1170.38| 700.00000 1610.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0027 4130.06 0.370 CY | 634.52000 234.77| 615.27000 227.65| 800.00000 296.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0028 4151.00 4417.000 LB | 0.74000 3268.58| 0.72000 3180.24| 0.56000 2473.52 REINFORCING STEEL FOR BOX CULVERT | | | 0029 4155.50 246.000 LB | 0.91000 223.86| 0.88000 216.48| 0.56000 137.76 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0030 4350.36 20.000 LF | 48.26000 965.20| 46.80000 936.00| 34.00000 680.00 36" CORRUGATED METAL PIPE | | | 0031 4360.36 1.000 EACH| 515.64000 515.64| 500.00000 500.00| 360.00000 360.00 36" METAL FLARED-END SECTION | | | SECTION TOTALS | $ 34,565.34| $ 33,531.81| $ 39,333.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 462+17.9 TWIN 12'X10' CONCRETE BOX CULVERT ON 45 DEGREE SKEW | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -12 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0086 |( 6 ) 0477 |U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0030.40 LUMP| 1804.75000 1804.75| 1750.00000 1750.00| 5200.00000 5200.00 MOBILIZATION | | | 0033 1043.50 376.000 SY | 3.51000 1319.76| 3.40000 1278.40| 2.05000 770.80 RIPRAP FILTER FABRIC | | | 0034 4044.02 1.000 EACH| 2475.09000 2475.09| 2400.00000 2400.00| 2800.00000 2800.00 PREPARATION OF STRUCTURE AT STA. 462+17 | | | 9 | | | 0035 4051.01 63.000 CY | 10.69000 673.47| 10.37000 653.31| 12.25000 771.75 EXCAVATION FOR BOX CULVERTS | | | 0036 4101.06 78.500 CY | 298.04000 23396.14| 303.45000 23820.83| 285.00000 22372.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0037 4151.00 6479.000 LB | 0.74000 4794.46| 0.72000 4664.88| 0.56000 3628.24 REINFORCING STEEL FOR BOX CULVERT | | | 0038 6104.00 30.000 TON | 31.31000 939.30| 30.36000 910.80| 25.50000 765.00 BROKEN CONCRETE RIPRAP | | | 0039 6310.00 585.000 SF | 21.79000 12747.15| 21.13000 12361.05| 18.00000 10530.00 STEEL SHEET PILING | | | SECTION TOTALS | $ 48,150.12| $ 47,839.27| $ 46,838.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CULVERT AT STA. 488+78.8 TRIPLE 10'X8' CONCRETE BOX CULVERT | | | 0040 0030.40 LUMP| 1237.54000 1237.54| 1200.00000 1200.00| 5200.00000 5200.00 MOBILIZATION | | | 0041 4044.03 1.000 EACH| 2887.60000 2887.60| 2800.00000 2800.00| 3600.00000 3600.00 PREPARATION OF STRUCTURE AT STA. 488+78 | | | 8 | | | 0042 4051.01 90.000 CY | 13.05000 1174.50| 12.65000 1138.50| 12.25000 1102.50 EXCAVATION FOR BOX CULVERTS | | | 0043 4101.06 89.020 CY | 316.43000 28168.60| 306.83000 27314.01| 285.00000 25370.70 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0044 4151.00 8532.000 LB | 0.74000 6313.68| 0.72000 6143.04| 0.56000 4777.92 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 39,781.92| $ 38,595.55| $ 40,051.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0045 0030.50 LUMP| 515.64000 515.64| 500.00000 500.00| 515.00000 515.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -13 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0086 |( 6 ) 0477 |U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 L001.02 36.000 ACRE| 323.82000 11657.52| 314.00000 11304.00| 315.00000 11340.00 SEEDING, TYPE B | | | 0047 L032.75 81.000 TON | 61.88000 5012.28| 60.00000 4860.00| 61.00000 4941.00 MULCH | | | SECTION TOTALS | $ 17,185.44| $ 16,664.00| $ 16,796.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0048 0030.70 LUMP| 103.13000 103.13| 100.00000 100.00| 102.00000 102.00 MOBILIZATION | | | 0049 7011.20 237.500 LF | 12.89000 3061.38| 12.50000 2968.75| 12.75000 3028.13 W-BEAM GUARDRAIL | | | 0050 7024.27 4.000 EACH| 1443.80000 5775.20| 1400.00000 5600.00| 1450.00000 5800.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 8,939.71| $ 8,668.75| $ 8,930.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0051 0002.55 1368.000 STA | 6.19000 8467.92| 7.00000 9576.00| 7.20000 9849.60 OVERLAY BROKEN LINES | | | 0052 0002.60 2680.000 STA | 6.19000 16589.20| 7.00000 18760.00| 7.20000 19296.00 OVERLAY SOLID LINES | | | 0053 0030.90 LUMP| 69879.14000 69879.14| 61600.00000 61600.00| 20000.00000 20000.00 MOBILIZATION | | | 0054 1020.03 143.000 EACH| 12.38000 1770.34| 13.00000 1859.00| 13.25000 1894.75 DELINEATOR, TYPE III | | | 0055 1020.20 32.000 EACH| 25.78000 824.96| 18.00000 576.00| 18.25000 584.00 INSTALL CHEVRONS | | | 0056 1102.05 1144.000 SY | 4.80000 5491.20| 3.00000 3432.00| 14.00000 16016.00 REMOVE ASPHALT SURFACING FROM PAVEMENT | | | 0057 2010.03 515.000 TON | 20.63000 10624.45| 20.00000 10300.00| 18.00000 9270.00 CRUSHED ROCK SURFACE COURSE | | | 0058 2021.00 6.000 EACH| 51.56000 309.36| 50.00000 300.00| 51.00000 306.00 MAILBOX POST | | | 0059 3008.05 3465.000 EACH| 5.91000 20478.15| 5.73000 19854.45| 1.22000 4227.30 TIE BARS | | | 0060 3014.11 7.000 LF | 20.65000 144.55| 20.02000 140.14| 31.00000 217.00 COMBINATION CONCRETE CLASS 47B-3500 | | | CURB AND GUTTER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -14 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0086 |( 6 ) 0477 |U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 3016.21 30.000 SY | 25.36000 760.80| 24.59000 737.70| 32.50000 975.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0062 3031.08 18470.000 SY | 24.65000 455285.50| 25.10000 463597.00| 32.00000 591040.00 8" CONCRETE BASE COURSE | | | 0063 3040.11 85.800 SY | 92.82000 7963.96| 105.00000 9009.00| 944.00000 80995.20 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0064 3040.12 901.600 SY | 81.47000 73453.35| 89.25000 80467.80| 82.00000 73931.20 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0065 3040.13 2466.600 SY | 67.03000 165336.20| 78.75000 194244.75| 68.00000 167728.80 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0066 3040.18 33.800 SY | 190.79000 6448.70| 194.25000 6565.65| 190.00000 6422.00 CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0067 3041.25 89.000 TON | 541.43000 48187.27| 525.00000 46725.00| 525.00000 46725.00 BITUMINOUS PATCHING | | | 0068 3075.32 219.000 SY | 27.32000 5983.08| 26.49000 5801.31| 32.00000 7008.00 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0069 3221.15 811.000 SY | 81.47000 66072.17| 79.00000 64069.00| 81.00000 65691.00 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0070 4015.00 5.000 EACH| 515.64000 2578.20| 350.00000 1750.00| 310.00000 1550.00 ADJUST MANHOLE TO GRADE | | | 0071 7502.04 550.000 LF | 2.06000 1133.00| 1.85000 1017.50| 1.90000 1045.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0072 7503.04 12150.000 LF | 2.06000 25029.00| 1.95000 23692.50| 2.00000 24300.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0073 7508.04 180.000 LF | 7.22000 1299.60| 5.70000 1026.00| 5.80000 1044.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0074 7509.04 1750.000 LF | 7.17000 12547.50| 6.00000 10500.00| 6.15000 10762.50 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0075 7512.04 100.000 LF | 14.44000 1444.00| 12.00000 1200.00| 12.25000 1225.00 24" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -15 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0086 |( 6 ) 0477 |U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 7530.48 5.000 EACH| 979.72000 4898.60| 600.00000 3000.00| 610.00000 3050.00 RAILROAD CROSSING SYMBOL PREFORMED | | | PAVEMENT MARKING, TYPE 4 | | | 0077 9000.75 500.000 TON | 16.09000 8045.00| 14.00000 7000.00| 18.50000 9250.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0078 9005.00 500.000 TON | 27.25000 13625.00| 45.00000 22500.00| 26.00000 13000.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SPS | | | 0079 9005.23 28790.000 TON | 18.73000 539236.70| 18.22000 524553.80| 20.25000 582997.50 ASPHALTIC CONCRETE, TYPE SPS | | | 0080 9005.45 44320.000 TON | 22.45000 994984.00| 25.48000 1129273.60| 25.00000 1108000.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0081 9009.00 13317.000 SY | 2.58000 34357.86| 1.10000 14648.70| 2.00000 26634.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0082 9020.92 27.000 TON | 188.42000 5087.34| 177.70000 4797.90| 180.00000 4860.00 PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0083 9021.03 1571.940 TON | 188.42000 296184.93| 177.70000 279333.74| 180.00000 282949.20 PERFORMANCE GRADED BINDER (58-28) | | | 0084 9021.08 2393.280 TON | 229.67000 549664.62| 217.70000 521017.06| 220.00000 526521.60 PERFORMANCE GRADED BINDER (64-28) | | | 0085 9053.00 65480.000 GAL | 0.83000 54348.40| 0.90000 58932.00| 1.10000 72028.00 TACK COAT | | | 0086 9110.01 60.000 HOUR| 51.26000 3075.60| 35.00000 2100.00| 56.00000 3360.00 RENTAL OF LOADER, FULLY OPERATED | | | 0087 9110.02 60.000 HOUR| 45.45000 2727.00| 85.00000 5100.00| 56.00000 3360.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0088 9110.03 60.000 HOUR| 40.83000 2449.80| 45.00000 2700.00| 40.00000 2400.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0089 9110.07 60.000 HOUR| 35.05000 2103.00| 45.00000 2700.00| 40.00000 2400.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0090 9111.00 396.000 MGAL| 20.63000 8169.48| 6.00000 2376.00| 9.50000 3762.00 WATER | | | 0091 9170.00 1358.548 STA | 35.89000 48758.29| 36.54000 49641.34| 35.50000 48228.45 EARTH SHOULDER CONSTRUCTION | | | 0092 9173.20 18689.000 SY | 2.06000 38499.34| 1.25000 23361.25| 1.00000 18689.00 SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : N02 -16 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1864 COUNTIES : LANCASTER SALINE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0086 |( 6 ) 0477 |U.S. ASPHALT CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 9179.80 26.000 EACH| 697.15000 18125.90| 500.00000 13000.00| 1200.00000 31200.00 MILLING CONCRETE FOR INLAYS | | | 0094 9188.50 619.000 SY | 17.53000 10851.07| 24.00000 14856.00| 27.00000 16713.00 SURFACING UNDER GUARDRAIL | | | 0095 9300.52 12.610 LS | 4640.79000 4640.79| 3000.00000 3000.00| 6500.00000 6500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 3,647,934.32| $ 3,720,692.19| $ 3,928,006.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0096 0001.08 47360.000 BDAY| 0.50000 23680.00| 0.50000 23680.00| 0.50000 23680.00 BARRICADE, TYPE II | | | 0097 0001.10 1620.000 BDAY| 1.29000 2089.80| 0.75000 1215.00| 0.77000 1247.40 BARRICADE, TYPE III | | | 0098 0001.75 1824.000 EACH| 1.03000 1878.72| 2.00000 3648.00| 5.00000 9120.00 TEMPORARY SIGN DAY | | | 0099 0001.90 17987.000 EACH| 0.52000 9353.24| 0.30000 5396.10| 0.32000 5755.84 SIGN DAY | | | 0100 0003.10 144.000 DAY | 179.68000 25873.92| 225.00000 32400.00| 200.00000 28800.00 FLAGGING | | | 0101 0003.20 72.000 DAY | 240.41000 17309.52| 300.00000 21600.00| 350.00000 25200.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0102 0010.04 1.000 EACH| 2062.57000 2062.57| 3000.00000 3000.00| 3500.00000 3500.00 FIELD OFFICE | | | 0103 0030.10 LUMP| 19409.29000 19409.29| 22000.00000 22000.00| 12000.00000 12000.00 MOBILIZATION | | | SECTION TOTALS | $ 101,657.06| $ 112,939.10| $ 109,303.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,043,163.70| $ 4,114,078.64| $ 4,328,311.96 ====================================================================================================================================
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